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CF-Andrew Park 2-LR 931018
Gifford-Hill & Company 240 SINGLETON BLVD. · DALLAS TEXAS 75212 PO BOX 655688 · OALLAS TEXAS 75265.568~5 TECHNICAL SERVICES 748-8061 ?-t8-5694 FINE - AGGREGATES MATERIAL EVALUATION REPORT SOURCE: Gifford-Hill Ferris Plant TYPE: ASTM Natural River sand LAB NC : TS-8572-93 DATE REC'D: 09/01/93 Technical Services Repcr% 93119 REPORT DATE: ASTM Test Test Method Description: Results ASTM C-33 Specification C-136 C-136 C-136 C-136 C-136 C-136 C-136 C-117 C-136 C-128 C-128 C-29 C-29 C-29 D-2419 C-40 C-88 # 16 ......................... f 30 ......................... ~ 50 ......................... ~ 100 ........................ Decant (-200 wash) ........... Fineness Modulus ............. Bulk Specific Gravity (SSD)... Absorption,% ................. u_weight (dry rodded),lbs/CF U_weight (dry loose),lbs/CF .. void content,(dry rodded),% sand Equivalent value ........ Organic Matter (P,F) ......... Soundness by Na2SO4, (5 cycles , % loss ........ 100 99 82 68 57 25 1 0.6 2.67 2.65 0.9 112.2 105.3 32.2 93 P 3.15 % Passing % Passing % Passzng % Passlng % PassLng % PassLng % Passing % Passzng 100 95 - 100 80- 100 50 - 85 25 - 60 !0 - 30 2 - 10 3.0% Max. 2.3 - 3.1 Li%er than 10% Max. Vartan Babakhanian, P.E. Our leper's, analysis and reports are for the exclusive ute of the ¢Iien[ lo whom [hey are ad.~rt'ssed, apply only to t~ sarnpk,~ It-sled and/or inspected and l, re nol necessarily el the qualit es o[ apparently identical or similar products. This re~'~ shall no~ be repnxi.ced excep~ in full and with th~ prior wrinen approval of BEAZt~R WEST, INC.